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<br /> - - NOTES: ' '�,_ �__ . 15..FOR ANCHORIN _INTO,MASONRY/CONCRE7E..USE.-3/_16"_TAPCONS WfTH SUFFlCIENT LENGTH -"'' :'�; '^"- � "
<br /> 1. THE PRODUGT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO"COMPLY Wf7H - ,.,� y, TO AGNIEYE,A 1,..1f4" MINIMUM EMBEDMENT tM'O SU887RATE WITH 2 1/2" MINiMUM EDGE��
<br /> REQUIREt�ENTS OF THE FIdREDA BUII.DING C4DE. _ "' ` ��DSSTANCE.��OC TE ANCHdRS.AS SHOWN IN,E�EVATtONS AS+16 INSTALtATION DE�'AILS. ' ' � � - _
<br /> 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY- , '� ` _ r; i�,_ „
<br />-- TRANSFER'ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE ` - 16:FOR ANCHORIN ,;INTO-'MEfAL"STRUGTURE_USE��10 SMS�OR-SELF DRILI.ING SCREWS-WfTH'',"'"`"-�`'; "•'_ _
<br /> - SUFFICIENT LE GTH T0 ACHIEVE;3 THREADS M!NlMUM 9EYOND STRUCTURE INTERIOR WALL -
<br /> RESPONSIBSI_!TY OF THE ARCHlTECT OR ENGINEER OF ftECQRD.
<br />-:.P_ - —3.iX-BUCK-•OVER MAS4NRY/CONCRETE tS OPTfONAI. � — -- ���ATE ANCHO S AS SHOWN !N ELEVATtONS_AND_iNS7At,LAT10N--DEfAIIS.---
<br /> 4. WNERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1�2" WINDOW UNI75 MUST BE 17. Al.l_ FASTENER TO BE CORROSION RESISTAN7.
<br /> 18. INSTALLATION A CHORS SHALL. BE INSTALLED IN ACCORDANCE WITH ANCHOR
<br /> -= ANCHOREQ TtIft4UGN THE FRAME IN ACCORDAPtCE WiTHi�3'1UFACTURER�S PUBt.iSHED - ' MANUFACTURERS INSTALIATION tNSTRUCTldNS AND ANCNORS-'SNALL NOT BE USEp tH
<br /> INSTALLATtON IN5TRUCTIONS. ANCHORS SHAt.t_ BE SECUf2ELY FASTEhlED DERECT�Y INTO � SUBSTRA7ES W STRENGTHS LESS THAN THE MiNIMUM STRENGTH SPECIFlED 6ELOW:
<br /> MASONRY, CONCREI'E OR OTHER,STRUCTURAL SUBSTRATE MATERIAL. �" q, WOOD - MI IMUM SPECIFIC GRAVIIY OF G=0.42
<br /> 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATEFt, BUCK SHALL. BE SECURELY 8. CONCREfE. MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSL �
<br /> - � FA5TENED TO MASONRY. CONCRETE OR QTHER STRUCTU�RAL SllBSTRASE. WINddW UN1TS MAY C. MASQNRY - STRENGTH CONFORMANCE TO ASTM C-90, GRAQE N, TYPE 7 {OR GREA'TER}. �
<br /> BE ANCHORED THRpUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRU TURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-TS 1/8" THICK MINIMUM
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<br /> - MANUFACTURER'S pUBLISHED INSTALLATION INSTRUCTION�. -"'- --__- ,- - - �� -- ' _
<br /> ` 6. WHERE 1X BUCK tS NOT USED DtSSiMILAR MATERV�IS MUST 8E SEPARATED WlFti'APPftOVEd �
<br /> COATiNG OR lAEMBRANE. SE�EC110N 4F CdAT1NG OR MEMBRANE IS THE RESPONSI8ILITY dF
<br /> THE ARCHITECT OR ENGINEER OF RECORD. = _ -_
<br /> � 7. 9UCKS SMALL EXTEND BEYOND WINDOW INTERIOR FACE r50 THAT FULL FRAME SUPPORT 15 _ , _
<br /> PROVIDEd. �`. , - ,- - - - ---
<br /> 8. SHIM AS REQUIRED AT EACH ANCHOR LOCA710N WITH Lf1AD BEARING SHIM. SHIM WHERE �:?.t,��:_� :; �' ' -- - ' -' - �` '- '"' =_-�`' `,°"
<br /> - 5PACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLQWABLE SHIM STACK TO BE 1/4°.
<br /> 9. SH1MS SNAt1 8E �OCATED, AFPIIEQ ANQ MADE FROM F1UiTER1Al.S AND 7HSCKNESS GAPABLE
<br /> OF SUSTAtNING APPLICABL£ tOADS. 'i ' '� ° -
<br /> 10. WIND LOAp DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULA710NS:" ___ ' , • - •• _ �• ' " - - - ' ;
<br /> t t. fRAME MATERIAL• EXTRUDED RIGID PVC. _ - ° - "" ,. °__ "'
<br /> � _t2.SJNSTS MUST BE GtAZED PER ASTM E1340-04. -- --- - _ - "' - -
<br /> - i� =-13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
<br /> " DEBRIS REGIONS.� {
<br /> 14. FOR ANCHORING SNTQ W000 FRAMItJ� OR 2X BUCK USE �74 WQOD SGREWS WITH
<br /> SUFFlCIEN7 LENGTH TO ACHIEVE A 1 7/4" MINIMUM EM�BEDMEN? INTO SUBSTRA7E. LOCATE _ "
<br /> ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION{DETAILS. ' - -
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<br /> SlGNED:05128/2ot 5
<br /> REGENCY PLUS, INC. `\>>�►uitrrri��
<br /> � i 200d lOCtlST GAP HIGNWAY ������ R• L p�/i�f
<br /> MT CARMEL, PA t 785 t ��.4;C E N,��.'9Ji'".��
<br /> MODEL 7ECH 2O00 DOUBLE HUNG VINYL ��r ,�j
<br /> TABLE OF CONTENTS J/�0,.6�51 *M
<br /> PRIME_WINDOW - 53" X 77" - NON IMPACT �;4'�f.,,lr�f��. ,-
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